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Approved Plans MCU22-070 & OPW22-0116
Plans and drawings
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Log in to see the plans as drawn NOOSA COUNCIL
APPROVED PLAN
MCUU22/0070 & OPW22/0116
8 JUN 2022
[OCR of page images]
GRADE SL POLYSTYRENE FLOTATION BLOCK FULLY ENCASED
ALL SEAMS TO BE FULLY WELDED TO SEAL POLYSTYRENE
AGAINST WATER, MARINE ORGANISMS OR CHEMICAL ATTACK
FIT FLOTATION BLOCK TO FRAMEWORK
NOOSA COUNCIL
APPROVED PLAN
MCUU22/0070 & OPW22/0116
424 PRIOR TO FITTING AL. SHEET DECK
8 JUN 2022 FREEBOARD ces t
Los 1880 rye
REAR ELEVATION
SCALE 1:50
CAST ALUMINIUM MOORING
CLEATS BOLTED 10 DECK
QUANTITY PER CLIENT PLAN DRG
—— §000 TO 12000 ‘c
JSP—400 RHS PONTOON FRAME ** LONGITUDINAL BEAMS @ 2405 CRS
TO FRONT & BOTH BO \
100 x 75 x 2 AL. RHS AS
Vt
WITH 1.5mm HDPE SHEETING
FOR PIVOTING ROLLER BRACKET TYPE
REFER CLIENT PLAN DRAWING
375 FOAM 100 x 75 x 2 AL. RHS
THICKNESS TRANSVERSE BEAMS
koa J
2875
END_ELEVATION
: SCALE
** NOTE
MAXIMUM LONGITUDINAL BEAM CENTRES @ 2405mm
BASED ON STANDARD PLATE SIZES & AVAILABILTY
tees ; = =]
= Hl ** 2405 CRS =
3 Hi (2405 PLATE LENGTH) °
t TL ming Tt
i elt 4mm ALUMINIUM DECKING PLUG WELDED OR
ge | TR RIVETED @ 250 CRS 10 FRAMEWORK & COVERED
Se | ai WITH COMMERCIAL OUTDOOR CARPET
3 Saat
» | eh
Hl — TPIT TT
| 4 |
|
se ! i 3S
3S ! i 8
[ a |
100 x 75 x 2 AL. RHS i
TRANSVERSE BEAMS @ 400 CRS
JSP-305 RHS PONTOON FRAME \,
TO BACK SIDE ONLY
PLAN VIEW
SCALE 1:50
PILE GUIDE BRACKETS
FIXED TO PONTOON FRAME
WITH 2 x M20 S.S BOLTS
oN FOR
600 lL L 600 a
ALUMINIUM CLEATS
BOLTED TO 50 x 10 ANGLE
{ANGLE WELDED INSIDE EDGE)
M12 SS STUD BOLTS
WELDED TO INSIDE ANGLE COMMERCIAL OUTDOOR CARPET
ADHERED TO 4mm ALUMINIUM DECKING
WELDED BETWEEN
LONGITUDINAL BEAMS
100 x 75 x 2 AL. RHS
LONGITUDINAL BEAMS
100 x 75 x 2 AL. RHS
WELDED WELDED BETWEEN
PILE SIZE & PILE BRACKET TYPE
REFER CLIENT PLAN DRAWING
CONSTRUCTION NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664
* EXTRUDED ALUMINIUM TO BE GRADE 6351-TS OR 6063
* PLATE ALUMINIUM TO BE GRADE 5083
ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665
ALL WELDS SHALL BE 4 CFW UNO
ALL BUTT WELDS TO BE FULL PENETRATION
ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL BE GRADE 316
* ALL WELDING SHALL BE IN ACCORDANCE WITH 1554
* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC
APPLIED TO ALL CONTACTING SURFACES
* DIMENSION TOLERANCES UNO SHALL BE: FABRICATION; + 2.0
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER
MAX. WAVE HEIGHT — 0.5m
PONTOON LIVE LOAD - 3kPa
CONCENTRATED LOAD — 4.5kKN OVER 300mm DIAMETER DECK SURFACE AREA
PILE BRACKET MAXIMUM ULTIMATE LOAD; 15kN
STITCH WELD DECK
’
+
'
& JSP-303 +
PVC SNAP IN
FENDER
+
+
'
'
LONGITUDINAL BEAMS 100 x 100 x 2 AL. RHS
SECTION=A FRAME PRON LONGITUDINAL BEAMS SECTION-B JSP—400 RHS
SCALE 1:5 & ENDS SCALE 1:5 PERIMETER FRAME
I B = E= ace cenuing ngneen] = THE ~MARINA SPECIALIST |_|"! MJ MACLENNAN TE Sm WIDE ALUMINIUM DECK PONTOON
VT - Woollongabbo, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES }€5}] LOT 99 (21) WITTA CIRCLE 5m TO 12m LENGTH
Ph: +61 7 3367 3570 | Apacer wweraaun f-|___ NOOSA HEADS DAE ee A3
[ A 66 t 97 ns [email protected] etty. acre 89/08/2021 15 [i
: PEG: DAE: i SPECIALIST PHONE(07) 5492 592510)“ “STANDARD DRAWING. [09/0 / — a
DESCRIPTION BY_| DATE _|APPO} 5496 11/08/2021 _—_ DB JSP-SD-206/8 A
THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST
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